createdTs	None
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noticeInvitingTenderDTO	createdTs 1720677669009 version 8 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 2650.00 emd 215000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 30-07-2024 17:00:00 tenderQueryClose 29-07-2024 17:00:00 technicalBidOpen 31-07-2024 17:00:01 publishedDate 23-07-2024 16:17:20 publishedByPost RDPR_EE_DIV_VJN publishedByUser KPE12111 - J R PAMPAPATHI bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 20-07-2024 17:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EE OFFICE splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9482100616 tenderSupplierList None
tenderSchedule	createdTs 1720677669128 version 5 createdDate None modifiedDate None tenderNumber RDPR/2024-25/RD/WORK_INDENT6689 title Construction of CC Road and Drain in Uchangidurga, Chatnahalli, Arsikera, Hanumanahalli, Yarabahalli, Punabgatta, Budihal Villages in Harapanahalli Taluk description Construction of CC Road and Drain in Uchangidurga, Chatnahalli, Arsikera, Hanumanahalli, Yarabahalli, Punabgatta, Budihal Villages in Harapanahalli Taluk category WORKS categoryText Works ecv 10588491.79 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 943 locationName RDPR Division Office Vijayanagara provisionalAmount 10750000.0 groupOverheadTotal 1615193.66 fileNumber PREDSD/HRP/2023-24/KKRDB/125
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1720677669000 1 None None Roads Construction of CC Road and Drain in Uchangidurga, Chatnahalli, Arsikera, Hanumanahalli, Yarabahalli, Punabgatta, Budihal Villages in Harapanahalli Taluk 8973298.13 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3505197 125381 None code01 1.Uchangidurga Village Davanagera-Harapanahalli road to Parashuramappa house CC Road - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 89.25 89.25 140.0 False None None False None False 12495.0 0 3505198 125381 None code02 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 40.0 False None None False None False 19908.0 0 3505199 125381 None code03 Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 40.0 False None None False None False 107478.0 0 3505200 125381 None code04 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 60.0 False None None False None False 401562.0 0 3505201 125381 None code05 Construction of Earthen Shoulders Construction of sub-grade and earthen shoulders withapproved material obtained from borrow pits with all lifts &leads, transporting to site, sCOMMONading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 22.5 False None None False None False 11647.125 0 3505202 125381 None code06 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 8.16 False None None False None False 2073.456 0 3505203 125381 None code07 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 1.22 False None None False None False 7671.909 0 3505204 125381 None code08 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 4.12 False None None False None False 27703.704 0 3505205 125381 None code09 Appendix I Additionalities for Formwork, Centering & Scaffolding Concrete Drain Works 35% Cum 2353.47 2353.47 4.12 False None None False None False 9696.2964 0 3505206 125381 None code10 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - All other type of structures t 82961.55 82961.55 0.26 False None None False None False 21570.003 0 3505207 125381 None code11 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 2.7 False None None False None False 1343.79 0 3505208 125381 None code12 2.Uchangidurga Village SC colony road to Raviyappa house CC Road - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 89.25 89.25 182.77 False None None False None False 16312.2225 0 3505209 125381 None code13 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 52.22 False None None False None False 25989.894 0 3505210 125381 None code14 Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 52.22 False None None False None False 140312.529 0 3505211 125381 None code15 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 78.33 False None None False None False 524239.191 0 3505212 125381 None code16 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 6.8 False None None False None False 1727.88 0 3505213 125381 None code17 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 1.02 False None None False None False 6414.219 0 3505214 125381 None code18 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 3.46 False None None False None False 23265.732 0 3505215 125381 None code19 Appendix I Additionalities for Formwork, Centering & Scaffolding Concrete Drain Works 35% Cum 2353.47 2353.47 3.46 False None None False None False 8143.0062 0 3505216 125381 None code20 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - All other type of structures t 82961.55 82961.55 0.22 False None None False None False 18251.541 0 3505217 125381 None code21 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 2.25 False None None False None False 1119.825 0 3505218 125381 None code22 3.Chatnahalli CC Drain - Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 274.35 False None None False None False 69712.335 0 3505219 125381 None code23 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 41.15 False None None False None False 258769.7175 0 3505220 125381 None code24 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 72.2 False None None False None False 485487.24 0 3505221 125381 None code25 Appendix I Additionalities for Formwork, Centering & Scaffolding Concrete Drain Works 35% Cum 2353.47 2353.47 72.2 False None None False None False 169920.534 0 3505222 125381 None code26 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - All other type of structures t 82961.55 82961.55 4.55 False None None False None False 377475.0525 0 3505223 125381 None code27 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 105.3 False None None False None False 52407.81 0 3505224 125381 None code28 4.Arsikera CC Drain - Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 160.9 False None None False None False 40884.69 0 3505225 125381 None code29 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 34.3 False None None False None False 215693.835 0 3505226 125381 None code30 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 38.69 False None None False None False 260159.298 0 3505227 125381 None code31 Appendix I Additionalities for Formwork, Centering & Scaffolding Concrete Drain Works 35% Cum 2353.47 2353.47 38.69 False None None False None False 91055.7543 0 3505228 125381 None code32 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - All other type of structures t 82961.55 82961.55 2.44 False None None False None False 202426.182 0 3505229 125381 None code33 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 65.07 False None None False None False 32385.339 0 3505230 125381 None code34 5.Hanumanahalli CC Road - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 89.25 89.25 216.56 False None None False None False 19327.98 0 3505231 125381 None code35 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 61.88 False None None False None False 30797.676 0 3505232 125381 None code36 Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 61.88 False None None False None False 166268.466 0 3505233 125381 None code37 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 92.81 False None None False None False 621149.487 0 3505234 125381 None code38 Construction of Earthen Shoulders Construction of sub-grade and earthen shoulders withapproved material obtained from borrow pits with all lifts &leads, transporting to site, sCOMMONading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 37.13 False None None False None False 19220.3445 0 3505235 125381 None code39 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 6.8 False None None False None False 1727.88 0 3505236 125381 None code40 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 1.02 False None None False None False 6414.219 0 3505237 125381 None code41 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 3.46 False None None False None False 23265.732 0 3505238 125381 None code42 Appendix I Additionalities for Formwork, Centering & Scaffolding Concrete Drain Works -35% Cum 2353.47 2353.47 3.46 False None None False None False 8143.0062 0 3505239 125381 None code43 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - All other type of structures t 82961.55 82961.55 0.22 False None None False None False 18251.541 0 3505240 125381 None code44 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 2.25 False None None False None False 1119.825 0 3505241 125381 None code45 6.Arsikera Shantaprakesh Nagara CC Road - Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin-charge. In cement mortar Cum 1768.2 1768.2 68.04 False None None False None False 120308.328 0 3505242 125381 None code46 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 122.05 False None None False None False 31012.905 0 3505243 125381 None code47 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 26.18 False None None False None False 164631.621 0 3505244 125381 None code48 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 30.76 False None None False None False 206836.392 0 3505245 125381 None code49 Appendix I Additionalities for Formwork, Centering & Scaffolding Concrete Drain Works -35% Cum 2353.47 2353.47 30.76 False None None False None False 72392.7372 0 3505246 125381 None code50 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - All other type of structures t 82961.55 82961.55 1.94 False None None False None False 160945.407 0 3505247 125381 None code51 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 52.38 False None None False None False 26069.526 0 3505248 125381 None code52 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Cum 591.15 591.15 56.88 False None None False None False 33624.612 0 3505249 125381 None code53 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 89.25 89.25 159.25 False None None False None False 14213.0625 0 3505250 125381 None code54 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 45.5 False None None False None False 22645.35 0 3505251 125381 None code55 Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 45.5 False None None False None False 122256.225 0 3505252 125381 None code56 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 68.25 False None None False None False 456776.775 0 3505253 125381 None code57 7.Yarabahalli CC Road - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 89.25 89.25 239.75 False None None False None False 21397.6875 0 3505254 125381 None code58 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 68.5 False None None False None False 34092.45 0 3505255 125381 None code59 Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 68.5 False None None False None False 184056.075 0 3505256 125381 None code60 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 102.75 False None None False None False 687674.925 0 3505257 125381 None code61 8.Punabagatta CC Road - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 89.25 89.25 236.25 False None None False None False 21085.3125 0 3505258 125381 None code62 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 67.5 False None None False None False 33594.75 0 3505259 125381 None code63 Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 67.5 False None None False None False 181369.125 0 3505260 125381 None code64 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 101.25 False None None False None False 677635.875 0 3505261 125381 None code65 Construction of Earthen Shoulders Construction of sub-grade and earthen shoulders withapproved material obtained from borrow pits with all lifts &leads, transporting to site, sCOMMONading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 50.63 False None None False None False 26208.6195 0 3505262 125381 None code66 9.Budihal CC Road - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 89.25 89.25 239.75 False None None False None False 21397.6875 0 3505263 125381 None code67 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 68.5 False None None False None False 34092.45 0 3505264 125381 None code68 Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 68.5 False None None False None False 184056.075 0 3505265 125381 None code69 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Cum 6692.7 6692.7 102.75 False None None False None False 687674.925 0 3505266 125381 None code70 Construction of Earthen Shoulders Construction of sub-grade and earthen shoulders withapproved material obtained from borrow pits with all lifts &leads, transporting to site, sCOMMONading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 51.38 False None None False None False 26596.857 0 3505267 125381 None code71 Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Cum 254.1 254.1 14.65 False None None False None False 3722.565 0 3505268 125381 None code72 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 1.91 False None None False None False 12010.9395 0 3505269 125381 None code73 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6724.2 6724.2 6.15 False None None False None False 41353.83 0 3505270 125381 None code74 Appendix I Additionalities for Formwork, Centering & Scaffolding Concrete Drain Works -35% Cum 2353.47 2353.47 6.15 False None None False None False 14473.8405 0 3505271 125381 None code75 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - All other type of structures t 82961.55 82961.55 0.39 False None None False None False 32355.0045 0 3505272 125381 None code76 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Cum 497.7 497.7 3.51 False None None False None False 1746.927 0 3505273 125381 None code77 Providing Name board for the work Nos 6000.0 6000.0 9.0 False None None False None False 54000.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1720677670000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1720677670000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1720677670000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1720677670000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1720677670000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1720677724000 0 None None ELIGIBILITY The bidder should mention the UDIN No on the turnover certificate failing which bid is rejected None 1720677732000 0 None None ELIGIBILITY If the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause. None 1720677741000 0 None None ELIGIBILITY Financial turnover of previous years shall be given a weight of 10per per year to bring them to the price level of the 2023 24 in the Technical Qualification Criteria mentioned in the next section None 1720677748000 0 None None ELIGIBILITY Financial Year will be reckoned as the period between first day of April and Thirty first day of March of succeeding year (both days inclusive). None 1720677754000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1720677761000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason. None 1720677768000 0 None None ELIGIBILITY Corrigendum, modifications, correction if any, will be published in the website only None 1720677782000 0 None None ELIGIBILITY Defect liability period will be one year None 1720677801000 0 None None ELIGIBILITY Work completion period will be 6 months (IMP) None 1720677807000 0 None None ELIGIBILITY All other conditions and requirements has to be fulfilled as per the standard bid document and attached General conditions None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None List of Financial Resources with Certificates None None None None None None Work done certificate Bidder should have satisfactorily completed at least one similar nature of work of value not less than the amount of Rs 52.94Lakhs in any one year during the previous five years ie 2019-20 to 2023-24 The cost of works executed in previous years shall be updated to 2023-24 at 10 percent per annum (C C Work done). Work done certificate must have Indent number, otherwise bid will not be taken into consideration. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year for a continuous period of 12 months the minimum quantities of work. 2018-19 to 2022-23 80% of the estimated quantity required1 EW ES Embankment 1118.00 cum 2 WBM WMM 323.28 cum 3 RCC PCC 594.66 cum 4 Steel 8.02 Tonne 5 Centering 531.11 cum IMP.Note Separate year wise 80 percent quantity with works list sheet strictly to be enclosed. other wise bid may not be consider Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Achieved in at least Two financial years a minimum financial turnover (in all classes of civil works only) of Rs.211.76lakhs (Last 5 years 2019-20 to 2023-24) (usually not less than two times the estimated annual payments under this contract) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets or availability of credit facilities of no less than Rs.52.94Lakhs Credit lines or letter of credit or certificates from banks for meeting the fund requirement etc. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Constitution/ legal status of Tenderer, Place of Registration , Principal place of business. Others Registration Certificate createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None The tenderers who meet the above specified minimum qualifying criteria will be qualified if there available tender capacity is more than the total tender value the available tender capacity will be calculated as under assist available tender capacity AxNx1.5-B Others Bid capasity createdTs version createdDate modifiedDate documentName None None None None Others -- Bid capacity None None None None The proposed methodology and program of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion. Others PERT createdTs version createdDate modifiedDate documentName None None None None Others -- pert None None None None All the tenderer shall provide the requested Qualification Information accurately and in sufficient details as per formats given in Section 3 of SBD KW-4 Others KW 3 SBD createdTs version createdDate modifiedDate documentName None None None None Others -- KW 3
tenderCriterionDocumentList	documentName optional documentTypeText Valid PWD Registration copy True Technical Bid Last 5 years Audit Report with UDIN No True Technical Bid Similar Nature Work done certificate with eproc Indent No True Technical Bid Itemwise workdone certificate True Technical Bid Ongoing commitments and other KW Documents True Technical Bid Line of credit True Technical Bid Other Kw documents and Tender conditions True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Vijayanagara Harapanahalli Davangere HARAPANAHALLI (SC) Uchangidurga, Chatnahalli, Arsikera, Hanumanahalli, Yarabahalli, Punabgatta, Budihal None None None None None None
tenderAddress	createdTs 1721114495000 version 0 createdDate None modifiedDate None blockNumber PRE DIVISION street None city Hosapete state Karnataka pin 583201
tenderRecallDTO	None